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Irrigation Engineering

Irrigation Engineering
Garnett's diagrams are used for graphical solution of design equations of a canal by

Gibb's theory
Lacey's theory
Lindlay theory
Kennedy's theory

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Irrigation Engineering
An outlet which maintains a constant discharge irrespective of fluctuation in the water levels of the supplying channel or water course, is known as

Semi-modular outlet
Right modular outlet
Flexible modular outlet
Non-modular outlet

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Irrigation Engineering
If water table is comparatively high, the irrigation canal becomes useless, due to

Large amount of seepage
Uncertain water demand
Water logging of the cultivated areas
All of these

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Irrigation Engineering
The minimum size of stone that will remain at rest in a channel of longitudinal slope S and hydraulic mean depth R is given by

11RS
4RS
15 RS
7RS

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Irrigation Engineering
Irrigation water having the concentration of Na++ , Ca++ and Mg++ as 20, 3 and 1 Milli equivalent per litre respectively will be classified as

medium sodium water
low sodium water
high sodium water
very high sodium water

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Irrigation Engineering
Solution of Laplacian equation in three dimensions d²φ/dx² + d²φ/dy² + d²φ/dz² = 0 of water in a syphon, is done by

Khosla's method
Unwin's method
Method of relaxation
Analytical method

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